JP2013217173A - Underwater tsunami buffer mechanism - Google Patents
Underwater tsunami buffer mechanism Download PDFInfo
- Publication number
- JP2013217173A JP2013217173A JP2012100397A JP2012100397A JP2013217173A JP 2013217173 A JP2013217173 A JP 2013217173A JP 2012100397 A JP2012100397 A JP 2012100397A JP 2012100397 A JP2012100397 A JP 2012100397A JP 2013217173 A JP2013217173 A JP 2013217173A
- Authority
- JP
- Japan
- Prior art keywords
- power
- sea
- tsunami
- waves
- seawater
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Revetment (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
津波や高波などの海からの波の威力を緩衝するために、設置する機構に関するものである。It relates to a mechanism that is installed to buffer the power of waves from the sea, such as tsunamis and high waves.
今までの津波防御用の防波堤は、鉄筋の入ったコンクリートなどを使った固定式のものが主体であり、大がかりで、材料費や工事費が膨大であった。 又、今までに発明されていた可動式のものは、空気室を設置するなどにより、複雑な工夫により動作されるもので、材料費や工事費が嵩むし、信頼性が必ずしも高くなかった。Until now, tsunami protection breakwaters were mainly fixed types using concrete with reinforcing bars, which were large-scale and had huge material and construction costs. Further, the movable type that has been invented so far is operated by a complicated device by installing an air chamber or the like, and the material cost and the construction cost increase, and the reliability is not necessarily high.
固定式の防波堤でかかる膨大な材料費や工事費を低減させること。他の可動式の防波堤で必要である複雑な工夫や動作を避け、自然の力をうまく活用した設計により、高い信頼性で動作が行われるようにすること。To reduce enormous material and construction costs for fixed breakwaters. Avoid complicated ingenuity and operations required for other movable breakwaters, and ensure that operations can be performed with high reliability by using natural power.
津波などの威力をできるだけ沿岸部に伝えないように、できるだけ沿岸部の上流、つまり水中で、波動を緩衝することを考慮した。 水に浮く材料で、その浮力で水中に屹立し、津波などの波動を緩衝する。できるなら、竹などのように内部に空間のある材料を使い、その内部に水を取り込めば、取り込んだ水の重量も併せて、津波の波動の伝達の緩衝に活用することを考慮した。 これらの点から、有効に動作し、津波緩衝機構として充分に機能する仕組みを考案した。In order not to transmit the power of tsunami to the coastal area as much as possible, we considered buffering the wave as upstream as possible in the coastal area, that is, in the water. It is a material that floats on the water, and it stands up in the water with its buoyancy to buffer tsunamis and other waves. If possible, we considered using a material with space inside, such as bamboo, and using it as a buffer for the transmission of tsunami waves when the water was taken into it. From these points, we have devised a mechanism that works effectively and functions sufficiently as a tsunami buffer mechanism.
当発明では、竹材など軽質で環境に優しい材料を中心に使うので、安価な材料費、工事費で済む。 この機構は浮体を中心としており、水中に壁形式で設置させ、押し寄せる波の力を、浮体を移動させる力と、水を浮き上がらせる力に分散させ、津波の威力を緩衝、低減させる。
又、引き波に対しても、抵抗として作用させ、災害の低減に役立たせる。In the present invention, since light and environmentally friendly materials such as bamboo are mainly used, inexpensive material costs and construction costs are sufficient. This mechanism is centered on the floating body, and is installed in the form of a wall in the water. The force of the wave that pushes away is dispersed into the force that moves the floating body and the force that lifts the water, thereby buffering and reducing the power of the tsunami.
In addition, it acts as a resistance against a pulling wave, and helps to reduce disasters.
構造体は、竹などの軽質材を丈夫な繊維紐(棕櫚など)などでつなぎ合わせて、筵(ムシロ)状に作成する。3本以上の繊維紐などで繋ぐことにより、1本が破損しても機能しつ続けるようにする。繊維紐の下端を海底に埋め込んだ金具に接続し、筵状の構造体はその浮力によって、海中に壁状態に広がるようにする。 1個の構造体は、5−10m長さで、海中に広がった時の高さは海深より3−5m程度長くして、その分海面に広がるようにして、津波などに対して防波効果を増加させ、持続させるように考慮する。(図1及び図2参照)
個々の構造体は、材料の長さなどの制限のため、あまり大きな構造体にできないので、海岸線を広く防御するような場合には、複数の構造体を設置することを想定している。
実際には、図3に示したように、海岸線に対して、千鳥状などにして複数層設置することで対応する。
構造体が、津波などの波の威力を緩衝する主な働きは、以下の2点で行われる。
一点は、構造体である浮体が、波によって海中深くに沈み込ませられることによって、波の陸上に押し寄せる力を消費する働きであり、もう一点は、波動の進行方向が上方に向くことにより、浮き上がった水の重力分も陸上に向かう威力が低減することである。図4参照。The structure is made in a cocoon shape by joining light materials such as bamboo together with a strong fiber string (such as cocoons). By connecting with three or more fiber strings, etc., it will continue to function even if one is broken. The lower end of the fiber cord is connected to a metal fitting embedded in the sea floor, and the ridge-like structure is spread in a wall state in the sea by its buoyancy. One structure is 5-10m long, and when it spreads into the sea, the height is about 3-5m longer than the depth of the sea. Consider increasing and sustaining the effect. (See Fig. 1 and Fig. 2)
Individual structures cannot be made very large due to limitations such as the length of the material. Therefore, it is assumed that a plurality of structures are installed when the coastline is widely protected.
Actually, as shown in FIG. 3, a plurality of layers are installed in a staggered pattern on the coastline.
The main function of the structure to buffer the power of waves such as tsunami is performed by the following two points.
One point is that the floating body, which is a structural body, is submerged deeply into the sea by waves, thereby consuming the force that pushes the waves toward the land, and the other point is that the direction of wave movement is directed upward, The gravitational force of the floating water also reduces the power to go to land. See FIG.
1.浮体:竹などの軽質材で作られた、5−10m長さの棒状もしくは柱状の構造体
2.繊維紐:多数の浮体を繋ぐ繊維を主体とした紐。丈夫で海水に強いもの
3.アンカー金具:繊維紐を繋ぎこみ、構造体全体を支える金具。海底に埋込み、津波などが押し寄せた時に、防波壁全体が波動に負けないような強度を持たせる。1. 1. Floating body: 5-10m long rod or column structure made of light material such as bamboo. Fiber string: A string mainly composed of fibers connecting many floating bodies. 2. Strong and strong against seawater Anchor bracket: A bracket that supports the entire structure by tying fiber strings. It is embedded in the sea floor, and when the tsunami hits, the whole wave barrier is strong enough not to lose the wave.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012100397A JP2013217173A (en) | 2012-04-09 | 2012-04-09 | Underwater tsunami buffer mechanism |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012100397A JP2013217173A (en) | 2012-04-09 | 2012-04-09 | Underwater tsunami buffer mechanism |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2013217173A true JP2013217173A (en) | 2013-10-24 |
JP2013217173A5 JP2013217173A5 (en) | 2013-12-05 |
Family
ID=49589591
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2012100397A Pending JP2013217173A (en) | 2012-04-09 | 2012-04-09 | Underwater tsunami buffer mechanism |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2013217173A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017014705A (en) * | 2015-06-26 | 2017-01-19 | 英外 ▲濱▼田 | Improved underwater tsunami disaster-proof facility |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008265396A (en) * | 2007-04-17 | 2008-11-06 | Masahiro Tanimoto | Method and device for mitigating wave energy |
-
2012
- 2012-04-09 JP JP2012100397A patent/JP2013217173A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008265396A (en) * | 2007-04-17 | 2008-11-06 | Masahiro Tanimoto | Method and device for mitigating wave energy |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017014705A (en) * | 2015-06-26 | 2017-01-19 | 英外 ▲濱▼田 | Improved underwater tsunami disaster-proof facility |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6297500B2 (en) | Tire assembly and method for providing a support structure in a marine environment using a tire | |
CN105660475A (en) | Basalt fiber grid structure suitable for ecological restoration of coral reef | |
CN105714734A (en) | Floating breakwater | |
CN103334404A (en) | Detachable flexible floating breakwater unit body | |
CN104776292A (en) | Subsea pipeline floating ball type flexible washing protection device | |
JP2013217173A (en) | Underwater tsunami buffer mechanism | |
JP5207091B2 (en) | Movable tsunami buffer weir | |
CN1406303A (en) | Method for soil erosion control works or shore protection works and structure for soil protection or shore protection | |
CN106906788A (en) | A kind of fast assembling-disassembling floating breakwater | |
CN213625439U (en) | Floating breakwater with semi-fixed multilayer floating pipe structure | |
CN109080782A (en) | A kind of large-scale chinampa at sea | |
JP6142461B2 (en) | Improved underwater tsunami mitigation facilities | |
CN204512795U (en) | The flexible scour protection device of a kind of submerged pipeline float-ball type | |
JP2014084698A (en) | Method for constructing submerged bank | |
CN204590738U (en) | A kind of flood control earthquake-resistant building structure | |
CN101624815A (en) | Three-dimensional multidirectional beach reflection element and assembly and assembly application thereof | |
CN201385766Y (en) | Floating waterborne building | |
KR101082410B1 (en) | Unit Module of Marine Structure for Forming Artificial Fishing Reef and Weakening Wavers | |
KR100466892B1 (en) | Ecological embankment construction for river | |
CN203613857U (en) | Antiseismic real estate building | |
AU2018408876B2 (en) | Kaapaali bowls and tunnels - the Tsunami diverter | |
KR200367404Y1 (en) | Ecological embankment construction for river | |
CN204510289U (en) | A kind of novel flood control earthquake-resistant building structure | |
IT202100014141A1 (en) | WAVE ENERGY CONVERSION DEVICE | |
CN114351644A (en) | Floating breakwater with semi-fixed multilayer floating pipe structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A871 | Explanation of circumstances concerning accelerated examination |
Free format text: JAPANESE INTERMEDIATE CODE: A871 Effective date: 20130812 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20130812 |
|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20130812 |
|
A975 | Report on accelerated examination |
Free format text: JAPANESE INTERMEDIATE CODE: A971005 Effective date: 20131021 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20131119 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20131218 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20140318 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20140425 |
|
A911 | Transfer of reconsideration by examiner before appeal (zenchi) |
Free format text: JAPANESE INTERMEDIATE CODE: A911 Effective date: 20140520 |
|
A912 | Removal of reconsideration by examiner before appeal (zenchi) |
Free format text: JAPANESE INTERMEDIATE CODE: A912 Effective date: 20140718 |